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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | -33.22% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.7 CrAdmitted-Finance | -33.22% | ₹1.7 Cr | L1 | Admitted-Finance |
| 3 | L2₹1.9 CrAdmitted-Finance | -27.00% | ₹1.9 Cr | L2 | Admitted-Finance |
| 4 | L3₹2.0 CrAdmitted-Finance | -19.88% | ₹2.0 Cr | L3 | Admitted-Finance |
| 5 | L4₹2.1 CrAdmitted-Finance | -19.19% | ₹2.1 Cr | L4 | Admitted-Finance |
Tender Value
₹2.5 Cr
EMD Value
₹5.1 L
Closing Date
30 Mar 2026, 2:00 pmClosed
Executive Engineer
B.C. Road Jammu
as refer boq
2026_PHE_306495_1
e-NIT No. 39 of 2025-26
Open Tender
Civil Works
60 days
BC Road Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Superintending Engineer Hyd. Circle Jammu
₹5.1 L
Yes
S.E. Hyd. Circle Jammu Narwal
28 Apr 2026
19 Mar 2026
30 Mar 2026
19 Mar 2026
30 Mar 2026
23 Mar 2026
21 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge. All kind of soil | - | cum | - | - | |
Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge. Ordinary rock | - | cum | - | - | |
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil: | - | cum | - | - | |
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: Ordinary rock | - | cum | - | - | |
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kind of soil | - | cum | - | - | |
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock | - | cum | - | - | |
Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50metres: All kinds of soil: | - | cum | - | - | |
Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposalofsurplusexcavatedearthasdirected,withinaleadof50metres: OrdinaryRock | - | cum | - | - | |
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) | - | cum | - | - | |
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement ,including admixtures in
recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve work ability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.
All works upto plinth level | - | cum | - | - |
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